13-161-038FE
JI� 3 "VTR
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2" SAN 0"
2 "FD
WC ( Lr
2 "FDWCZ
3" SAN A J"
3" SAN 0"
(14 FU)
2" SAN Q"
2 "FD
3" SAN 0 In e A kIITA nv innn erTnin
1 j "CW
N.T.S. J "CW & I" HW
0" SAN TIE -IN TO EXISTING
SEPTIC TANK LINE VERIFY
EXACT LOCATION &
INVERT BEFORE JOB
COMMENCEMENT. DRAINLINE SHALL BE AT LEAST
THE SAME SIZE AS THE NIPPLE
ON THE DRAIN PAN
CLEANOUT —0--=
3" SAN S
(24 FU)
PITCH DOWN 2" MIN \
TOWARD
DRAIN 2" DRAIN PAN
MIN.
EXISTING COND . TRAP, REPLACE
AS NECESSARY
OR CONTINUATION OF PIPE
AND SIZE SEE PLUMG. DWGS.
TYPICAL CONDENSATE DRAIN
N.T.S.
F�-- rz CONDENSATE DRAIN LINE
1 "CW k "HW
I LAV
DF I `. 1 I "CW & in HW GRADE
WC \
—1 11
WC �I 1 I =11
-:� 1 "cw LI�iIII °° III
°
/ BELOW GROUND TIE TO °� •
1 j "CW & i" HW �� j' EXISTING CW PIPE 12" DIAMETER CONCRETE
OR CLAY PIPE WITHOUT o °
(FIELD VERIFY) COVER FILLED WITH •
' 3/4" CRUSHED ROCK a • o x
EWH -1
120V/1.50, '
i "CW 20 GALLONS , HB 1 "SO o o
� o
1 � "CW
0
C' o Q o 3
1 i "C •
1 J "CW & in HW I �' SOV 1 "CW & in HW
so CONDENSATE DRAIN
I
� N
CW & HW ISOMETRIC 'N.-I 1 j CW & in HW
N.T.S. 1 l
- e » HW DRYWELL DETAIL
'
CW k�
l,/ SK I WC N.T.S.
1 j "CW LAV
i
LEGEND—
Co CLEANOUT PROVIDE NICKEL BRONZE FLOOR
CW DOMESTIC COLD WATER FLOOR INSBALL COMPATIBLE W /TYPE T��C.O. TEE
HW
DOMESTIC HOT WATER
SAN
SANITARY
F.U.
FIXTURE UNIT
MAX.
FLOW
RATE
EXISTING SANITARY PIPE
COLD
NEW SANITARY PIPE
WC
�---- - - - -,j
NEW VENT PIPE
--�
NEW CW PIPE
3'!14'01/8' SLOPE
HOT CW PIPE
j--- -j
LA
CONNECT TO EXISTING
1/2" F
EXTENSION TO SOIL 01
WASTE LINE
FLOOR WALL
TYPICAL CLEANOUT DETAILS
N.T.S.
CI flf%r] MMAIA1
CHROME PLATED BRONZE
WALL PLATE
L 0 R WASTE
FLOOR DRAIN WITH RESEAL DETAIL
N.T.S.
1 PLUMBING NOTES DETAILS & ISOMETRICS
1/4.1 = 1..U"
NOTE:
PROVIDE
TAILPIECE
FLOOR DR
W /SIDE T�
GENERAL PLUMBING NOTES
1.- ALL WORK SHALL CONFORM WITH THE 2010 FLORIDA BUILDING CODE
AND FLORIDA PLUMBING CODE, NFPA, NEC, AND
ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES.
FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF
THE PLUMBING SYSTEMS DESCRIBED HEREIN AND SHOWN ON THE DRAWINGS.
2.- BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1 /8 " /FT. MIN .FAL, ANY
DEVIATIONS SHALL BE APPROVED BY ARCHITECT AND ENGINEER.
3.- MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:
A) DRAINAGE PIPING: NO HUB CAST IRON, STD. 301
OR PVC -DWV, SCH. 40.
B) WATER PIPING: CPVC, SCH. 40
4.- HORIZONTAL BUILDING DRAINAGE PIPING OF 2" DIAMETER AND LESS
SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1 /4 " /FT.
5.- HORIZONTAL BUILDING DRAINS 3" OR DIAMETER OR LARGER SHALL BE
INSTALLED WITH A FALL OF NOT LESS THAN 1 /8 " /FT.
6.- PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION REQUIRED
BY ALL PLUMBING WORK, AND DEMOLITION OF EXISTING SLAB REQ'D..
7.- PEFORM THE FOLLOWING TESTS:
A) WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE
TEST OR 100 PSIG. FOR A PERIOD OR TIME SUFFICIENT TO
EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN 1 HR.
B) DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAIN, THE
ENDS OF SYSTEM SHALL BE CAPPED AND ALL LINES FILLED WITH
INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT.
C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS.
8.-- STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORI-
NATED LIME TO EACH 1000 GAL. OF WATER (50PPH OF AVAILABLE CHLO-
RINE). RETAIN MIXTURE IN PIPES 24 HRS. AND FLUSH THOROUGHLY W/
POTABLE WATER BEFORE PLACING IN SERVICE.
9.- COMPLETE SERVICE, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN -SER-
VICE TEST AFTER COMPLETION OF THE INSTALLATION.
10.- PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL
PLBG. WORK SHALL BE FREE FROM DEFECTS OR MATERIALS AND WORKMAN
SHIP FOR A PERIOD OF 1 YR. FROM DATE OF FINAL ACCEPTANCE, AND
THAT HE WILL, AT THIS EXPENSE REPAIR is REPLACE ALL WORK WHICH
BECOMES DEFECTIVE DURING GUARANTEE PERIOD.
PLUMBING NOTES
1-PLUMBING PLAN AND CALCULATIONS WERE BASED ON INFORMATION PROVIDED BY OWNER AGENT.
IT IS RESPONSIBILITY OF THE CONTRACTOR BECOME FAMILIAR WITH THE EXISTING CONDITIONS OF
THE SPACE PRIOR TO BIT. CONTRACTOR SHALL REVIEW THE SCOPE OF WORK TO BE PERFORMED
AND SHALL IMMEDIATELY BRING TO THE ARCHITECT'S ATTENTION ANY DISCREPANCIES OR
CONDITIONS WHICH IN THE CONTRACTOR'S OPINION MAY AFFECT THE EXECUTION OF THE WORK.
2- CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES OF ALL EXISTING LINES AND EXTEND AS
REQUIRED.
3 -NO JOINTS ALLOWED UNDER SLAB FOR WATER LINES.
4 -SIZE AND GRADE HORIZONTAL DRAINAGE PIPING 2" AND SMALLER 1/4" AND 3" ABOVE 1 /8"
SLOPE PER FEET.
5- THIS IS A SPACE IN AN EXISTING BUILDING. THE BACKFLOW PREVENTER
IS ALREADY INSTALLED. THE POINTS OF CONNECTION TO THE EXISTING WET
COLUMNS ARE SHOWN ON DRAWING P--1.
6- SEE ARCHITECTURAL DRAWING FOR TYPE OF OCCUPANCY AND OCCUPANCY LOAD.
7- STEEL STUDS SUPPORTING ALL WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED
OR NOT LESS THAN 20 GAUGE, AS PER FBC, SECTION 2517.5.1.1
a- ALL PLUMBING FIXTURES MUST COMPLY WITH THE ORDINANCE OF THE COUNTY
(MAXIMUM FLOW RATES AND CONSUMPTION ON PLUMBING FIXTURES).
9- PROVIDE ANTI -SCAD VALVE TO SINKS AND LAVATORIES
10- THE MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SHALL BE:
SIZE OF TRAP SIZE OF FIXTURE TRAP SLOPE DISTANCE
1 in 2" i" 6'
2" 2" 4" at
3" 3" �" 10'
4" 4" 12'
PLUMBING FIXTURE CONNECTION SCHEDULE < SHALL COMPLY WITH ORDINANCE 08 -14, MIAMI DADE COUNTY)
No.
DESCRIPTION
DRAIN
WATER
SLOPE
MAX.
FLOW
RATE
FU
COLD
HOT
WC
WATER CLOSET FLUSH VALVE
3'
1'
-
3'!14'01/8' SLOPE
1.28 GALLONS /FLUSH
6
LA
LAVATORY
1 -1/4'
1/2'
1/2'
1- 1/2'01/4' SLOPE
0,5 GPM AT 60 PSI
1
DF
DRINKING FOUNTAIN
1 -1/2'
1/2'
-
1- 1/2'01/4' SLOPE
-
2
SK
SINK
1 -1/4'
1/2'
1/2'
1- 1/2'01/4" SLOPE
1 GPM AT 60 PSI
2
MSK
MOPSINK
1 -1/4'
1/2'
1/2'
1- 1/2'01/4' SLOPE
1 GPM AT 60 PSI
2
Q
Z
Q
O
r
I —
MANUF AU I URER AND MUDELS AS PER ARCHITECT AND OWNER CO❑RDINATI ❑N
DETAILS AND DIMENSION OF TOILET FACILITIES SHALL
COMPLY WITH ADA AS PER CHAPTER 11, FBC (ALL
TOILET ROOM, AND SHOWER SHALL COMPLY WITH
CHAPTER 11 AND WITH SECTION 403.4, FBC)
TRAP PRIMER SCHEMATIC
N.T.S.
3/4" BALL VALVE
(TYP. AS SHOWN)
ASME T & P RELIEF VALVE.
ROUTE RELIEF LINE FULL SIZE
VALVE AND TERMINATE 2" ABOVE FF� II��
J�
ELECTRIC WATER
HEATER EWH1
1 -1/2" MIN. DEPTH DRAIN
PAN WITH DIAMETER TO
CLEAR HEATER BY 2"
PROVIDE SHELF CAPABLE OF
SUPPORTING FULL HEATER. MOUNT AS
HIGH AS POSSIBLE WITHIN ROOM AND
ALLOWING ACCESS TO VALVES AND
FITTINGS. ANCHOR SECURELY TO WALL.
REFER TO ADJACENT SHELF DETAIL—
WATER HEATER DETAIL
SCALE: NONE
3/4" HW
,,,-3/4" CW
j
VALVE
CHECK
/ E
2 GALLON
EXPANSION TANK
UNION (TYP.
AS SHOWN)
3/4" CW
DRAIN VALVE
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MIAMI
COLTRAIN AND JONES ARCHITECTS, P.A.
AA 26000922
TELEPHONE (305) 295 -6723 1 FAX (305) 285 -6722
535 SW I ST. SUITE 100 MIAMI, FL. 33130
DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS I CAD PRODUCTION
CONSULTANT/ NOTES
ME
APPROVALS /REVISIONS DATE
--1" PAN DRAIN. ROUTE AND Ste;
TERMINATE 2" ABOVE FF
r, �a KEV I,,•.•'i�i4
SECURE BRACKET TO WALL �sl 000
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W/ LAG SCREWS (MIN. 6) * : AR 0015755 m
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CLEAN, PRIME AND FRED ARG
PAINT ALL STEEL
Mark A Celtrain AR 0013380
1i "x1i "xw" ��..FLQ Richard K. Janes, AIA AR 0015755
ANGLE FRAME �Q- O`'��DO �!O SHEET TITLE:
.;cl� o:p
-n N 0.61028 i PLUMBINGM NOTES
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_ DETAILS & ISOMETRICS
* C, .ti.` Jew No. Drawini No.
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Y b 2000 NW, 119th Fl, Suite III 2D12 -5
y r 11 k C F F # t t4 Doren, Pl. 33172 Drawn {�/
w Tel. (305)471 -3777
3 • P1,2
�' : ♦ " Pax. (305) 994 -1801 MG, RG
5 r s+ tn3a. i �«. _ e« rmF�armlenF.com Date Platted:
e ► S 1! 1' C.A. 8 27219
* ur i Engineering Inc. Maria 1r. Guartlo 1'.E. * 60100 05/24/2012
CONSULTING ENGINEERS Rolando Guardo P.E. S 61021 Scale:
(VARIES —SEE DRAWING)
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--1" PAN DRAIN. ROUTE AND Ste;
TERMINATE 2" ABOVE FF
r, �a KEV I,,•.•'i�i4
SECURE BRACKET TO WALL �sl 000
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W/ LAG SCREWS (MIN. 6) * : AR 0015755 m
i W
w "x 2" GUSSET
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EXPANDED METAL �'/ %•f .•'�'��
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CLEAN, PRIME AND FRED ARG
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Mark A Celtrain AR 0013380
1i "x1i "xw" ��..FLQ Richard K. Janes, AIA AR 0015755
ANGLE FRAME �Q- O`'��DO �!O SHEET TITLE:
.;cl� o:p
-n N 0.61028 i PLUMBINGM NOTES
�O
_ DETAILS & ISOMETRICS
* C, .ti.` Jew No. Drawini No.
r ; ,
..+?
Y b 2000 NW, 119th Fl, Suite III 2D12 -5
y r 11 k C F F # t t4 Doren, Pl. 33172 Drawn {�/
w Tel. (305)471 -3777
3 • P1,2
�' : ♦ " Pax. (305) 994 -1801 MG, RG
5 r s+ tn3a. i �«. _ e« rmF�armlenF.com Date Platted:
e ► S 1! 1' C.A. 8 27219
* ur i Engineering Inc. Maria 1r. Guartlo 1'.E. * 60100 05/24/2012
CONSULTING ENGINEERS Rolando Guardo P.E. S 61021 Scale:
(VARIES —SEE DRAWING)
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